HomeMy WebLinkAbout20190610_Plans CSTAM_003 SITE NAME: CSTAM 03A
SITE NUMBER: CRAN RLOS CSTAM 003 aUt
PROJECT: CRAN/ SMALL CELL/ PICO
USID: 213735
PACE: MRLOS051977
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE E R I CS SON
WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE
LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE IF USING I x17"PLOT,DRAWING WILL BE HALF SCALE 330 COMMERCE,STE.200
CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. _ I RVIN E,CA 92602
2016 CALIFORNIA ADMINISTRATIVE CODE 2 1
2. 2016CALIFORNIA BUILDING ELECTRICCOD CONSTRUCTION DRAWING
3. 2016 CALIFORNIA ELECTRIC CODE
4. 2016 CALIFORNIA MECHANICAL CODE
5. 2016 CALIFORNIA PLUMBING CODE at&t
6. ANY CALIFLOCAL BUILDING
FIRE CODE _ THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS&AUTHORIZE
7. ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE _ !. THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL
B. CITY/COUNTY ORDINANCES — DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT&MAY IMPOSE �7
9. NEC,NATIONAL ELECTRIC CODE a CHANGES OR MODIFICATIONS. M S QU A R •�
10. CALIFORNIA TRAFFIC CONTROL LANE CLOSURES MUTCD L�
POLE TYPE: (N) CONCRETE LIGHT POLE WIRELESS
HANDICAP REQUIREMENTS: APPROVED BY: INITIALS: DATE:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS 1 9 8 7 CALLE L L E AVANZADO
NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE CODE SAN CLEMENTE CA 92673(949)391-6824
PART 2,TITLE 24,CHAPTER 11 B,SECTION 1103B. AT&T RF ENGINEER:
CODE COMPLIANCE POLE ID #: 0796 AT&T OPERATIONS:
SITE ACQUISITION MANAGER:
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.A TECHNICIAN WILL LATITUDE/LONGITUDE: 3 3.613 94/ 117.9 317 2 PROJECT MANAGER:
VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE.THE PROJECT WILL NOT ZONING VENDOR: DRAWN BY: EG
RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE;NO SANITARY
SEWER POTA
BLE
SERVICE, WATER,OR TRASH DISPOSAL IS REQUIRED AND NO SITE ADDRESS: 2 01 [CS] 30TH STREET (S L C 0 7 9 6), LEASING VENDOR:
COMMERCIALCE,SIGNAGE IS NEW. CHECKED BY: MM
CONSTRUCTION MANAGER:
GENERAL NOTES NEWPORT BEACH , CA 92663 A/EMANAGER:
PROPERTY OWNER:
UTILITY MANAGER:
O Dig Alert AREA MAPS APPROVALS
Know whars below. * R
0 Call before you dig. r � '
B 09/21/2018 100%CONSTRUCTION
CALIFORNIA SOUTH ; �S ea ;� !K�+f,rr AT&T PROPOSES TO INSTALL A NEW WIRELESS INSTALLATION LOCATED IN THE PUBLIC RIGHT
Call Two Working Days Before You Dig! \1�j4 'r A 09/17/2018 90%CONSTRUCTION
811/800-227-2600 ~ ` } OF WAY TO(N)CONCRETE LIGHT POLE.
'-'�w.,,� THE SCOPE WILL CONSIST OF THE FOLLOWING: REV DATE DESCRIPTION
sm
~I �• fT S.ppng Mall .
DIG ALERT ' ark AT&T TO REMOVE (1) EXISTING CONCRETE STREETLIGHT
J . yx1Ky AT&T TO INSTALL (1) 29'-3"CONCRETE STREETLIGHT
AT&T TO INSTALL (4) NEW AT&T REMOTE AT&T TO INSTALL (1) NEW AT&T OMNI--D RECTTIONAL ANTENNA Q�OF E55/fl,�11��C
• _ l,� yy AT&T TO INSTALL (1) NEW AT&T EQUIPMENT SHROUD �/,.O �. W��7�7 e<
AT&T TO INSTALL (1) NEW RAYCAP DISCONNECT
? S • O
PUBLIC/PRIVATE: PUBLIC RIGHT-OF-WAY AT&T TO INSTALL (1) NEW HANDH LE ❑ 2
201[CS]30TH STREET(SLC0796), •
ADDRESS: = 4 me en
NEWPORT BEACH,CA 92663 _ � oi�I�nn�r•�v fj 7 m
APPLICANT: AT&T Cxn?liar.ea;wn S' ( UJ C!l J:7
ADDRESS: 1452 EDINGER CA 92 AVE SIT S pdd
M' PROJECT DESCRIPTION C 111
TUSTIN,CA 92780 W"
LATITUDE(NAD 83): 33.61394 ,v'iC �� Dluivr• nl[�
LONGITUDE(NAD 83): -117.93172 �'- �` f
LAT/LONG TYPE: NAD-83 s 1'
GROUND ELEVATION(NAVD B8) t15' C L' � I a•«s, SHEET NO: SHEET TITLE r �F CA4�rC0
JURISDICTION: CITYOFNEWPORTBEACH �{•- F{ •Y�'- �' ude Pan..
CURRENT ZONING: PUBLIC RIGHT OF WAY -v �';; ay T-1 TITLE SHEET
PROPOSED USE: UNMANNED TELECOMMUNICATIONS _ ' •,,. } _ �' GN-1 GENERALNOTES
F
s Tr S•' �'� � [� �y7j T" •i A-1 SITE PLAN IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
POWER COMPANY: SCE • �r - - I I~ bay n°
Wit., kr�1, `>1 y ARE ACTINPROFESSIONAL
UNDER THE DIRECTION HIS D C DOCUMENT.
ADDRESS: 11NNOVATION WAY .. - � I�\ �Y'` '+,Pc A-2 ELEVATIONS PROFESSIONAL ENGINEER.TO ALTER THIS DOCUMENT.
POMONA,CA 91768 A ' I
S' A3 ELEVATIONS
d
� �i 4::,--• -N A4 SITE IMAGE
PROJECT SITE INFORMATION �f' � Dnr ryv D-1 DETAILS
D-2 DETAILS SITE ID:CSTAM 03A
S-1 POLE DETAILS 201 [CS]30TH STREET
4
SI. wn; E-1 ELECTRICALS GROUNDING DETAILS (SLC0796)
PROJECT MANAGER: ENGINEER: Y A _ y 1 S NEWPORT BEACH,CA,92663
M SQUARED WIRELESS M SQUARED WIRELESS '� i, f
1387 CALLE AVANZADO 1387 CALLE AVANZADO
SAN CLEMENTE,CA 92673 SAN CLEMENTE,CA 92673 VICINITY MAP LOCATION MAP
SAC/ZONING/PERMITTING: SENIOR TECHNICAL PROJECT MANAGER:
M SQUARED WIRELESS AT&T SHEET TITLE
1387 CALLE AVANZADO 1452 EDINGER AVE.
SAN CLEMENTE,CA 92673 TUSTIN,CA 92618 DIRECTIONS FROM AT&T OFFICE: D RAW I N G INDEX
RF ENGINEER: CONTACT:TED SUEKAWA DIRECTION ARE TAKEN FROM DESTINATION WILL BE ON THE LEFT. TITLE SHEET
AT&T EMAIL:TS4994@ATT.COM 1452 EDINGER AVE. 201 fCSI 30TH STREET(SLC0796),NEWPORT BEACH,CA
1452 EDINGER AVE. TUSTIN,CA 92780 92663
TUSTIN,CA 92618 1. TURN LEFT ONTO EDINGER AVE
CONTACT:KARLO DAVINAGRACIA 2. TURN LEFT ONTO STATE ROUTE 55 S SUBCONTRACTOR SHALL VERIFY ALL PLANS&EXISTING DIMENSIONS&CONDITIONS ON
EMAIL:KD270J@ATT.COM 3. MERGE ONTO STATE ROUTE 55 S THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY SHEET NUMBER
4. CONTINUE ONTO NEWPORT BLVD. DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
5. TURN RIGHT ONTO 32ND ST
PROJECT TEAM URN LEFTONTOWBABOABLVD. DRIVING DIRECTIONS DO NOT SCALE DRAWINGS T-1
1.THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY.
Q NEW ANTENNA GROUT OR PLASTER T T TELCO RUN
5/8"X 10'-O",CU.GND ROD IN TEST WELL 30" 2.PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC
EXISTING ANTENNA O (E)BRICK MIN.BELOW GRADE. OUTLINE ONLY,UNLESS NOTED OTHERWISE.THE WORK SHALL INCLUDE FURNISHING
T/E POWER/TELCO RUN MATERIALS,EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE
® GROUND ROD (E)MASONRY
CHEMICAL GROUND ROD ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.a I
G G GROUNDING CONDUCTOR (XIT GROUND ROD) ����
�— GROUND BUS BAR CONCRETE 3.PR OR
AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS OR TO THE SUBMISSION OF BIDS,THE CONTRACTORS SHALL VISIT THE JOB
SI
CADWELD CONNECTION AND DIMENSIONS,AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS �.
• MECHANICAL GRND.CONN. EARTH GROUNDING CONDUCTOR SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY DISCREPANCIES ARE TO
• BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND
GRAVEL MECHANICAL CONNECTION ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
■ CADWELD CONDUIT UNDERGROUND
4.THE CONTRACTOR SHALL OBTAIN,IN WRITING,AUTHORIZATION TO PROCEED
® PLYWOOD , HALO GROUND CONNECTION BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY❑
GROUND ACCESS WELL THE CONTRACT DOCUMENTS.
SAND FUSE,SIZE AND TYPE AS INDICATED. -
�L CIRCUIT BREAKER 5.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN -
�E ELECTRIC BOX WOOD CONT. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY
0H SAFETY SWITCH,2P-24OV-60A W/60A FUSES,NEMA 3R INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE
ENCLOSURE,SQ D CATALOG NO.H222NR6 PRECEDENCE.
TELEPHONE BOX � WOOD BLOCKING 0 UTILITY METER BASE E R I C5 SON
TRANSFER SWITCH,2P-240V-200A,NO FUSE, 6.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
LIGHT POLE STEEL O1 MANUAL MANUAL ENCLOSURE O ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS AND ORDINANCES. 33O COMMERCE,STE.ZOO
TRANSFORMER CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,
LIGHTING FIXTURE,FLUORESCENT,10.94"x 4'-0",2/4OW, ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC I RV I N E,CA 92602
CENTERLINE AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.MECHANICAL AND
o FIND.MONUMENT ® SURFACE MOUNTING TYPE,HUBBELL LIGHTING CATALOG ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE
PROPERTY/LEASE LINE #WSW2327 STEPDOWN TRANSFORMER MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS,AND LOCAL AND STATE
LIGHTING FIXTURE,FLUORESCENT,10.94"x 8'-0",2/95W, JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS.
SPOT ELEVATION MATCH LINE SURFACE MOUNTING TYPE,HUBBELL LIGHTING CATALOG
#TWSM232T ® RECEPTACLE,2P-3W-125V-15A,DUPLEX, 7.THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,USING THE
GROUND TYPE,HUBBEL CATALOG#5362 BEST SKILLS AND ATTENTION.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
® SET POINT LIGHTING FIXTURE,HIGH PRESSURE SODIUM,1/7OW,WALL
FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND
WORK POINT MOUNTING TYPE,OR 1/50W HUBBELLULB LIGHTINGBELL IGHTIN CATAOGA#NRG72TALOG NRG-307 TOGGLE SWITCH,iP-125V-15A, PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE �;
1Q REVISION GROUND CONDUCTOR S HUBBELL CATALOG#HBL 1201CN CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION M S QU A R `J
-- - - -- -- EXIT SIGN,THERMOPLASTIC LED,SINGLE FACE,UNIVERSAL W I R E L E
ENGINEER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. SS
MOUNTING,WBATTERY PACK,HUBBELL LIGHTING CATALOG c
#PRB J TOGGLE SWITCH,1P-120V-15A,"WP" 8.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L.LISTED AND FIRE 1 3 8 7 C A L L E A V A N Z A D O
XO GRID REFERENCE A COAXIAL CABLE WP COMBINATION,EXIT SIGN 8 EMERGENCY LIGHTING, CODE APPROVED MATERIALS. SAN CLEMENTE CA 92673(949)391-6824
ou OVERHEAD SERVICE EXIT HUBBELL LIGHTING CATALOG#PRC IONIZATION SMOKE DETECTOR W/ALARM 9.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN
X DETAIL REFERENCE CONDUCTORS SO HORN&ON
CONTACT,120 VAC, 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE
X CHAIN LINK FENCING
EMERGENCY LIGHTING,2/50W,HUBBELL LIGHTING CATALOG GENTEX PART NO.710OF PROJECT AREA DURING CONSTRUCTION.
#HE6-50-2-R91 O POLE 10.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS
X ELEVATION REFERENCE —01R/01-01i/°HP— OVERHEAD TELEPHONE/OVERHEAD POWER � CATALOG
LIGHTING FIXTURE,INCANDESCENT, ,WALL MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH
MOUNTING TYPE,HUBBELL LIGHTING CATALOG MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
#BRH-100-06-1 - (N)POLE MOUNTED XFMER DRAWN BY: EG
—°�. °�.— OVERHEAD TELEPHONE LINE 11.REPRESENTATIONS OF TRUE NORTH,OTHER THAN THOSE FOUND ON THE PLOT OF
X SURVEY DRAWING(SHEET LS7 OR SHEET C-1),SHALL NOT BE USED TO
SECTION REFERENCE LIGHTING FIXTURE,HALOGEN,QUARTZ,1/30OW,HUBBELL
OVERHEAD POWER LINE ELI LIGHTING CATALOG#QL-505 0 (E)POLE MOUNTED XFMR IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE.THE CHECKED BY: MM
CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY
SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH,
E POWER RUN (N)PAD MOUNTED XFMER AND SHALL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF
LYY LIGHTING FIXTURE,1/175W.METAL HALIDE,HUBBELL CAT ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
F/P FIBER/POWER RUN �( #MIC-0175H-336 DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL
�Q (E)PAD MOUNTED XFMER SURVEY.THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO
O 5/8"X 10'-0",CU.GND ROD 30"MIN.BELOW GRADE. NOTIFY THE ENGINEER.
12.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
ABBREVIATIONS IMPROVE MENTS,PAVING,CURBS,VEGETATION,GALVANIZED SURFACES,ETC.,AND
UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING
CONSTRUCTION TO THE SATISFACTION OF AT&T.
A AMPERE EMT. ELECTRICAL METALLIC TUBING MTD MOUNTED T.O.F. TOP OF FOUNDATION 13.KEEP GENERAL AREA CLEAN HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS,
A.B. ANCHOR BOLT E.N. EDGE NAIL MTE MOUNTING T.O.P. TOP OF PLATE(PARAPET) RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE B 09/21/2018 100%CONSTRUCTION
ABV. ABOVE ENCL. ENCLOSURE MTL, METAL T.O.S. TOP OF STEEL PROPERTY.LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,
AC ALTERNATE CURRENT/AIR CONDITIONER ENG. ENGINEER MTS. MANUAL TRANSFER SWITCH T.O.W. TOP OF WALL DUST OR SMUDGES OF ANY NATURE. A 09/17/2018 90%CONSTRUCTION
ACCA ANTENNA CABLE COVER ASSEMBLY EQ. EQUAL N NEUTRAL TYR TYPICAL REV DATE DESCRIPTION
ADD'L ADDITIONAL EXST.(E) EXISTING (N) NEW U.G. UNDERGROUND 14.PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE
A.F.F. ABOVE FINISHED FLOOR EXP. EXPANSION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC. U.L. UNDERWRITERS LABORATORY INC. WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING
A.F.G. ABOVE FINISHED GRADE EXT. EXTERIOR NO.(#) NUMBER UMTS UNIVERSAL MOBIL TECH.SYS.(3G MOBILE TECH.) STANDARDS AND DETAILS.CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION
AIC AMPERE INTERRUPTING CAPACITY FAB. FABRICATION(OR) N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE FOR SITE-SPECIFIC CONDITIONS FROM ENGINEER,IF NECESSARY,BEFORE
ALUM. ALUMINUM FAC. FACTOR OBIF OPTICAL BASEBAND INTERFACE V VOLT PROCEEDING.
ALT. ALTERNATE F/A FIRE ALARM OH OVERHEAD VAC VOLT ALTERNATING CURRENT
ANT. ANTENNA F.F. FINISH FLOOR O.C. ON CENTER V.I.F. VERIFY IN FIELD �pF E55rfl�
APPROX. APPROXIMATE(LY) F.G. FINISH GRADE OPNG. OPENING W WATT OR WIRE 15.BEFORE ORDERING AND/OR BEFORE FABRICATING/CONSTRUCTING/INSTALLING ANY Q �}'��
ARCH. ARCHITECT(URAL) FIN. FINISHED) P POLE WD WIDE(WIDTH) ITEMS,VERIFY THE TYPES AND QUANTITIES. �(/f� .t �W�•Q'fT
AT. AMPERE TRIP FLR. FLOOR P/C PRECAST CONCRETE W/ WITH V'
AWG. AMERICAN WIRE GAUGE FLUOR FLUORESCENT PCs PERSONAL COMMUNICATION SERVICES W/O WITHOUT ({I D'�A DA C,
BATT. BATTERY FDN. FOUNDATION PH PHASE WD. WOOD 16.CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND F�
BD. BOARD F.O.C. FACE OF CONCRETE PLY. PLYWOOD W.P. WEATHERPROOF PAGER,AND KEEP SAME ON SITE WHENEVER PERSONNEL ARE ON SITE. �7
BLDG. BUILDING F.O.M. FACE OF MASONRY PNLBD PANELBOARD WT. WEIGHT �� 7
BILK. BLOCK F.O.S. FACE OF STUD PPC POWER PROTECTION CABINET XFER TRANSFER 17.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE UJ !
BLKG. BLOCKING F.O.W. FACE OF WALL PRC PRIMARY RADIO CABINET XFMR TRANSFORMER AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES BEFORE STARTING LC
BM. BEAM F.S. FINISH SURFACE PRI PRIMARY XLPE CROSS-LINK POLYETHYLENE ANY WORK.
B.N. BOUNDARY NAILING FT.(') FOOT(FEET) P.S.F. POUNDS PER SQUARE FOOT C CENTERLINE
BR. BRANCH FTG. FOOTING P.S.I. POUNDS PER SQUARE INCH a PLATE,PROPERTY LINE 18.CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10
BTRCW. BARE TR. INNED COPPER WIRE GU GROUND PWR. POWER(CABINET)T. URE ED WORKING DAYS OF PROJECT COMPLETION. C+v'L ¢�\
BTS. BASE TRANSMISSION SYSTEM GR GROWTH(CABINET) QTY. QUANTITY OF CA4
B.O.F. BOTTOM OF FOOTING GA. GAUGE RAD.(R) RADIUS 1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK 19.CONTRACTOR IS TO EXCAVATE 6"BELOW EXISTING GRADE AND SPRAY WITH WEED `T
B/U BACK-UP CABINET GIN. GENERATOR RBS RADIO BASE STATION ACTIVITIES WITHIN THE PUBLIC RIGHT-OF WAY. CONTROL.REPLACE WITH CLASS II AGGREGATE BASE AND CRUSHED WASHED
C CONDUIT GI. GALVANIZE(D) (BASE STATION 3G NETWORKS) 2 CONTRACTOR SHALL PROVIDE LANE CLOSURE PLANS PER WATCH ROCK.AS SPECIFIED ON SITE PLAN.
CAB. CABINET G.F.C.I. GROUND FAULT CIRCUIT INTERRUPTER RCPT. RECEPTACLE
CANT. CANTILEVER(ED) GLB.(GLU-LAM) GLUE LAMINATED BEAM REF. REFERENCE HANDBOOK AND STAKE OF CALIFORNIA DEPARTMENT OF 20.CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF
CB. CIRCUIT BREAKER GND GROUND REINF. REINFORCEMENT(ING) TRANSPORTATION STANDARDS. CONSTRUCTION. IT ISAVIouTION OF uw FOR ANY PERSON,UNLESS THEY
CDMA CODE-DIVISION MULTIPLE ACCESS(2G&3G) GPS GLOBAL POSITIONING SYSTEM REQ'D. REQUIRED 3. CONTRACTOR TO RETURN E STREET LIGHT AND LIGHT ARM TO THE CITY ARE ACTING UNDER THE DIRECTION OF A LICENSED
CDUK CONSOLIDATION DISTRIBUTION UNIT KIT GRND. GROUND RGS. RIGID GALVANIZED STEEL 21.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
C.I.P. CAST IN PLACE GSM GLOBAL SYSTEM MOBILE(2G+MOBILE TECH.) RRU REMOTE RADIO UNIT OF NEWPORT BEACH UTILITIES YARD.IF DAMAGED DURING THE REMOVAL, MATERIALS TO BE INSTALLED AT THE SITE,THE CONTRACTOR SHALL FIELD VERIFY
CKT. CIRCUIT HDBC HARD DRAWN COPPER WIRE (RADIO TRANSCEIVER) CONTRACTOR SHALL BE REQUIRED TO PURCHASE AND DELIVER A ALL DIMENSIONS INCLUDING AS-BUILT DIMENSIONS OF EXISTING STRUCTURES OR
C CLEAR HGR, HANGER SAF SAFETY
CLG. CEILING HDR. HEADER RECEIVER AIR INTERFACE TRAY REPLACEMENT.CITY OF NEWPORT BEACH UTILITIES YARD:949 W.16TH STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE
AF
CMU CONCRETE MASONRY UNIT(JAMB BLOCKS) HPS HIGH PRESSURE SODIUM $CH. SCHEDULE STREET NEWPORT BEACH CA 92663.CONTRACTOR SHALL DISPOSE OF THE PERFORMED.IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS
COL. COLUMN HT. HEIGHT SDBC SOFT DRAWN BARE COPPER OF THE WORKING DRAWINGS AND THE DIMENSIONS OR CONDITIONS FOUND TO BE
CONC. CONCRETE ICGB. ISOLATED COPPER GROUND BUS SEC SECONDARY EXISTING STREET LIGHT POLE AND ARMS IF UNWANTED BY THE CITY OF EXISTING IN THE FIELD,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SITE ID:CSTAM 03A
CONN. CONNECTION(OR) IN.(") INCH(ES) SHT. SHEET ANY REASON. OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S)OF THE 201 CS 30TH STREET
CONST. CONSTRUCTION INT. INTERIOR SIM. SIMILAR 4. WHERE REMOVED OR DAMAGED BY CONSTRUCTION,ALL CURB,GUTTER WORK AFFECTED.THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY
CONT. CONTINUOUS LB.(#) POUND(S) S.N. SOLID NEUTRAL AND SIDEWALK SHALL BE REPLACED IN ENTIRE SECTIONS BETWEEN FAILURE TO SO NOTIFY THE ENGINEER AND OBTAIN RESOLUTION BEFORE (SLC0796)
d PENNY(NAILS) L.B. LAG BOLTS SPEC. SPECIFICATION(S) EXPANSION JOINTS.NO SAW CUTTING AND PARTIAL PATCHING SHALL BE PROCEEDING.
DBL. DOUBLE L.F. LINEAR FEET(FOOT) SQ. SQUARE NEWPORT BEACH,CA,92663
Dc DIRECT CURRENT LG. LENGTH S.S. STAINLESS STEEL PERMITTED.ALL CONSTRUCTION DETAILS FOR REPLACEMENT SECTIONS
DEM. DEMAND L. LONG(ITUDINAL) STD. STANDARD SHALL BE PER CITY OF NEWPORT BEACH.
DEFT. DEPARTMENT LPS LOW PRESSURE SODIUM STL. STEEL 5. THE CONTRACTOR SHALL REPAIR,REPLACE OR RE-ROUTE ALL
D.F. DOUGLAS FIR LTE LONG TERM EVOLUTION(4G MOBILE TECH.) STRUC. STRUCTURAL
DIA. DIAMETER MAS. MASONRY SURF SURFACE LANDSCAPE.IRRIGATION LINES AND FIXTURES IN KIND INCLUDING LINE
DIAG. DIAGONAL MAX. MAXIMUM SW SWITCH SIZE,HEAD TYPE,SPACING AND CONTROL WHERE DAMAGED BY SHEET TITLE
DIM. DIMENSION M.B. MACHINE BOLT TEL. TELEPHONE
DWG. DRAWING(S) MECH. MECHANICAL TEMP. TEMPORARY CONSTRUCTION TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH.
DWL. DOWEL(S) MFR. MANUFACTURER THK. THICK(NESS) 6. THE CONTRACTOR SHALL REPLACE ALL EXISTING GROUNDCOVER, GENERAL NOTES
EA. EACH MIN. MINIMUM TMAS TOWER MOUNTED AMPLIFIER INCLUDING SAND AND ALL OTHER LANDSCAPING INCLUDING TURF,
EGR. EMERGENCY GENERATOR RECEPTACLE MISC. MISCELLANEOUS (DC SUPPLY VOLTAGE)
EL. ELEVATION MLO MAIN LUGS ONLY T.N. TOE NAIL SHRUBS,AND/OR TREES IN KIND INCLUDING SIZE,SPECIES AND SPACING
ELEC. ELECTRICAL T.O.A. TOP OF ANTENNA ELEV. ELEVATORHERE DAMAGED BY NEW CONSTRUCTION TO THE SATISFACTION OF THE
TOCOP OF CURB T.O.C..
CITY OF NEWPORT BEACH.
7. ANY LANE CLOSURES SHALL STRICTLY ABIDE THE CALIFORNIA MUTCD FOR SHEET NUMBER
TRAFFIC CONTROL.
GN-1
ABBREVIATIONS 121 CITY OF NEWPORT BEACH NOTES 131 GENERAL NOTES 14
NOTE: V 0
1. IF DIMENSIONS SHOWN ON PLAN DO NOT SCALE CORRECTLY,CHECK FOR REDUCTION 3 tr
OR ENLARGEMENT FROM ORIGINAL PLANS. Ly U 1
2. UTILITY DESIGN&RUNS ARE PRELIMINARY.PENDING FINAL DESIGN FROM UTILITY
PROVIDERS.
3. CONTRACTORS TO VERIFY SUB STRUCTURE LOCATIONS PRIOR TO ANY EXCAVATION. I a ����
4. ALL CONDUCTORS/WIRES&CONDUIT,SHALL BE INSTALLED IN A NEAT&TIDY FASHION.
ALL EXCESS WIRE SLACK IS TO BE REMOVED&HIDDEN AS MUCH AS POSSIBLE. I (E)UTILITY POLE, 1a
5. ALL NEWLY INSTALLED EQUIPMENT SHALL BE PAINTED TO MATCH EXISTING POLE,& �I I PROPOSED POWER P.O.C.,
OR SURROUNDINGS UNLESS PROHIBITED PER MANUFACTURER. I SEE NOTE 7 _____ ROW
-
6. NEW FIBER CONDUIT TO BE STUBBED OUT OF NEW POLE FOOTING BY APPROX.2'-0". —
7. POWER SUPPLY AND RUN ARE SUBJECT TO CHANGE PER SCE FINAL DESIGN. � ---E ---E ---E ---E
PROPOSED OR
RE POWER RUN; PROPOSED ORB RE POWER RUN; ALLEYWAY
3 u TRENCHED OR BORED FROM(E)UTILITY Y TRENCHED OR BORED FROM(E) 1
U I POLE TO(N)WTR HANDHOLE(BY AT&T) UTILITY POLE TO(N)WTR HANDHOLE, 1
I MEDIAN SEE NOTE 7(BY AT&T) -----
m —ROW
m
I I I (E)UTILITY POLE W/
AERIAL TRANSFORMER;
ROW—__— PROPOSED ROWEIR P.O.C. I 1 i E R I CS SON
__ I I
ALLEYWAY —__—__—__—__
330 COMMERCE,STE.200
-- m
ROW—__ _ z __ ROW
---� o ALLEYWAY I I IRVINE,CA 92602
m ----- __(E)TREE
__—__�_.ROW I
j rin I NEW AT&T PROJECT LOCATION. 2 I
SEE ENLARGED SITE PLAN m
I I I I
j m M SQUAR(•j
m I
BUILDING m .I "w � i WIRELESS
(TYP') I . I ' 1 (E)SIDEWALK(TYP.) 1387 CALLE AVANZADO
Q, I (E)PARKWAY(TYP.) (E)
rn (E)TREE SAN CLEMENTE CA 92873(949)391-8824
m, I (E)SIDEWALK(TYP.) I
Q I CITY NEWPORT BEACH CONCRETE STREETLIGHT
1
STREETLIGIG HT(0796)TO BE REMOVED& I
r^ I REPLACED W/(N)CITY OF NEWPORT BEACH I PAR.E)UTILITY POLE TYP. I �j CONCRETE STREETLIGHT W/(E)EQUIPMENT
( ( ) , AT SAME LOCATION(BY AT&T) '"' DRAWN BY: EG
I �
I
(E)ADA RAMP(TYP.) I I '
J I A 2 CHECKED BY: MM
U , m
F Q
ROW—__—__ _ __—__—__ O N ��__—__—__—__—__—__—ROW m
o
m I
C/F m 4 aai O CIF Q
4 m m
30TH ST
- - 4 — — — — — — — — — � — — — —
(N)WTR HANDHOLE TO BE PLACED
BELOW GRADE(8V AT&T) D-1 B 09/21/2018 100%CONSTRUCTION
(N)U/G POWER RUN FROM(N)WTR HANDHOLE A 09/17/2018 90%CONSTRUCTION
TO(N)CONCRETE STREETUGHT(BY AT&T)
REV DATE DESCRIPTION
C/F _�������� ����� C/F r' (N)FIBER HANDHOLE TO BE PLACED
BELOW GRADE(BY OTHERS)
m _
ROW—__—__ —__—__—_ __—__—__—__—__—__—__—__—__—ROW I
3'-0"\ 23'-6„
zc, y o
I i BUILDING 5'-3' ' � O � (Zf1
(TYP) 1-2 HA DH FIBER RUN FROM ET FIBER V, n
(E)STREETLIGHT(TYP.) I I I A-3 STREET LE TO BY CONCRETE
STREETLIGHT(BY AT&T);SEE NOTE 6
I (E)CITY OF NEWPORT BEACH CONCRETE
STREETLIGHT(0796)TO BE REMOVED&
REPLACED W/
TY
F NEWPORT BEACH
CONCRETE STRE)TI GHOT W/E)EQUIPMENT
I AT SAME LOCATION(BY AT&T)
BUILDING I I I (E)STREETLIGHT HANDHOLE OF CA4�F
(TYP.)
ROW
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ARE ACTING UNDER THE
RECTION
O PROF SSIONAL ENGINEER,OT'O ALTER HIS DOCUMENT.
j I A LICENSED
PARKING I o M (E)ADA RAMP(TYP.)
LOT e
O
I I
C/F
ROW-----
_ _ SITE ID:CSTAM 03A
ALLEYWAY------ -- -------- __—_-----ROW 201 [CS]30TH STREET
ROW----__—__—__�- ALLEYWAY (SLC0796)
-—
I � ------�------- ROW � NEWPORT BEACH,CA,92663
30TH ST SHEET TITLE
6'-0" I 36'-6„ 36,-6„ I 6,0„ � — � — — — — — — — — — -CL
(VARIES)
SITE PLAN
(VARIES)
N N
I
G' opt `� 'p(�/ SHEET NUMBER
S SEA S VE4 A- ■
SITE PLAN 24"x36" SCALE: 1" = 40'-0" 20' - 1 ENLARGED SITE PLAN 24"x36" SCALE: 3/64" = 1'-O" 4' 8' S'
11"x17" SCALE: 1" = 40'-C" � 11"x17" SCALE: 3/64" = 1'-O" ® n
NOTE:
1. ALL NEW EQUIPMENT SHALL BE PAINTED
TO MATCH(N)CONCRETE LIGHT POLE
2. RE-USE(E)LED LUMINAIRE.IF NOT LED,
REPLACE WITH(N)LED LUMINAIRE
APPROVED BY THE CITY.
at&t
T/OF N EQ ANTENNA
L.-9"A.G.L. ANTENNA MOUNTED ON(N) 1 -
� UIPMENT SHROUD
C/L OF(N)ANTENNA EQ D-1
33'-8"A.G.L. E R I CS SON
(N)EQUIPMENT SHROUD W/(2)(N)AT&T
B/OF N ANTENNA 2203 RADIO,(1)(N)2205 RADIOS(,) 2-5
32'-8"A.G.L. FUTURE 2205 RADIO&(1)(N)RAYCAP
D-1 330 COMMERCE,STE.200
T/ QUIPMENT SHROUD
DISCONNECT SWITCH WITHIN SHROUD IRVINE,CA 92602
OF N E
32'-8"A.G.L.
T/OF(N)LUMINAIRE
30-0 A.G.L.
eI OF N EQUIPMENT SHROUD
T/OF(E)LUMINAIRE A.G.L.
28'-8"A.G.L. -
25A NPOLE ,'
29'-3"A.G.L M SQUAR o3w
T/OF E POLE �2 (N)EMERGENCY RE-USE(E)LED LUMINAIRE, WIRELESS
A.G.L. D-2 CONTACT SIGN
SEE NOTE 2
1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)391-6824
(N)ANTENNA SIGN
D-2
DRAWN BY: EG
CHECKED BY: MM
B 09/21/2018 100%CONSTRUCTION
A 09/17/2018 90%CONSTRUCTION
REV DATE DESCRIPTION
(E)STREET SIGNS TO BE Q�OF ESSr fl��
(E)RELOCATED STREET SIGNS
RELOCATED TO(N)POLE V'
T/OF(E)SIGN T/OF(E)SIGN co D-�Q' 02 C,
9'-0"A.G.L. A.G.L.
L" 54 7
(c
(E)CITY OF NEWPORT BEACH CONCRETE (N)NEWPORT BEACH CONCRETE top,�" C,10-
STREETLIGHT(0796)TO BE REMOVED& STREETLIGHT(0796)(BY AT&T) S-1 4�F0
- REPLACED(BY AT&T) OF CA
(E)HANDHOLE 6,8,9 (N)WTR HANDHOLE
D-1 (BEYOND)(BY AT&T) (E)HANDHOLE
(E)POLE FOUNDATION TO BE 6 (N)POLE FOUNDATION(BY AT&T) IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
REMOVED&REPLACED(BY AT&T) (N)FIBER BOX(BY ARE ACTING UNDER THE DIRECTION OF A LICENSED
D-1 OTHERS) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
OD LEVEL EGD LEVEL
SITE ID:CSTAM 03A
201 [CS]30TH STREET
(SLC0796)
J NEWPORT BEACH,CA,92663
(N)U/G FIBER RUN FROM(N)FIBER
HANDHOLE TO(N)CONCRETE
STREETLIGHT(BY AT&T);SEE NOTE 6 SHEET TITLE
(N)U/G POWER RUN FROM(N) ELEVATIONS
WTR HANDHOLE TO(N)CONCRETE
STREETLIGHT(BY AT&T)
SHEET NUMBER
EXISTING NORTHWEST ELEVATION 114"x36' SCALE:"x17" SCALE: 3/1S6"-='1'00" i Z NEW NORTHWEST ELEVATION 24"x36" SCALE: 3/8 _ ''-°" Z
A-2
11"x17" SCALE: 3/16" = 1'-O"
NOTE:
1. ALL NEW EQUIPMENT SHALL BE PAINTED
TO MATCH(N)CONCRETE LIGHT POLE
2. RE-USE(E)LED LUMINAIRE.IF NOT LED,
REPLACE WITH(N)LED LUMINAIRE
APPROVED BY THE CITY.
at&t
T/OF N ANTENNA
L.-9"A.G.L. E ANTENNA MOUNTED ON(N) 1 -
QUIPMENT SHROUD
C/L OF(N)ANTENNA E p-1
33'-8"A.G.L. EQUIPMENT SHROUD E R I CS SON
B/OF N ANTENNA 2203 RADIO,(1)(N)22 5 RA IOS(1;AT&T 25
32'-8"A.G.L. FUTURE 2205 RADIO&(1)(N)RAYCAP 0.1 330 COMMERCE,STE.200
T/ QUIPMENT SHROUD DISCONNECT SWITCH WITHIN SHROUD IRVINE,CA 92602
OF N E
32'-8"A.G.L.
}�T/OF(E)LUMINAIRE
30'-6"A.G.L. 11 OF(N)LUMINAIRE
30-0 A.G.L.
B/O-3 A.G.LQ.
UIPMENTSHROUD
9
T8OFEGOLE
2A
T/OF N POLE RE-USE(E)LED LUMINAIRE, ,'
29'-3"A.G.L M SQIJAR L•3'
SEE NOTE 2
(N)EMERGENCY WIRELESS
p-2 CONTACT SIGN
1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)391-6824
2 (N)ANTENNA SIGN
D-2
DRAWN BY: EG
CHECKED BY: MM
B 09/21/2018 100%CONSTRUCTION
A 09/17/2018 90%CONSTRUCTION
REV DATE DESCRIPTION
(E)STREET SIGNS TO BE Q�OF ESSr fl��
(E)RELOCATED STREET SIGNS
RELOCATED TO(N)POLE V'
}�T/OF(E)A.G.SIGN T/OF(E)SIGN coD-�Q'
9'-0" L. A.G.L.
Dc S4 7
r�
(E)CITY OF NEWPORT BEACH CONCRETE (N)NEWPORT BEACH CONCRETE top,�" C,[vi`.
STREETLIGHT(0796)TO BE REMOVED& STREETLIGHT(0796)(BY AT&T) S-1 REPLACED(BY AT&T)
,8,9 6 (N)WTR HANDHOLE OF CA4�F0
D-1 (BY AT&T)
(N)POLE FOUNDATION(BY AT&T) 1
(E)POLE FOUNDATION TO BE 6 D-2 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
/ REMOVED&REPLACED(BY AT&T) (N)FIBER BOX(BY ARE ACTING UNDER THE DIRECTION OF A LICENSED
D-1(E)HANDHOLE (E)HANDHOLE
OTHERS)(BEYOND) PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
� �
OD LEVEL EGD LEVEL
SITE ID:CSTAM 03A
H201 [CS]30TH STREET
(SLC0796)
rt NEWPORT BEACH,CA,92663
(N)U/G FIBER RUN FROM(N)FIBER
HANDHOLE TO(N)CONCRETE
STREETLIGHT(BY AT&T);SEE NOTE 6
SHEET TITLE
RUN FROM
WTR H)BIGANDHOPOWELE TO(N)CONC)RETE ELEVATIONS
STREETLIGHT(BY AT&T)
SHEET NUMBER
EXISTING SOUTHWEST ELEVATION 114"x17" SCALE: 3/116"-='1'OC" ® Z NEW SOUTHWEST ELEVATION 24"x36" SCALE: 3/ _ ''-°" Z A-3
11"x17" SCALE: 3/16" = 1'-O"
atat
ERICSSON
330 COMMERCE,STE.200
IRVINE,CA 92602
M SQUAR6•j
!r-_ WIRELESS
1387 CALLE AVANZADO
SAN CLEMENTE CA 92673(949)39"824
t
• ;
DRAWN BY: EG
CHECKED BY: MM
09/21/20IB 100%CONSTRUCTION
lowI A 09/17/2018 90%CONSTRUCTION
I� ,r REV DATE DESCRIPTION
mm
I ..,. .•i• ' - . -_..__ _. �1R�-„ � Q�pF E55lQ�A
d� _
4a 1Y A"W x�Rp e
co
'A WLU
Lc
070
9��OF CA4�FG
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
- - - - PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
SITE ID:CSTAM 03A
a 201 [CSI 30TH STREET
(SLC0796)
NEWPORT BEACH,CA,92663
SHEET TITLE
SITE IMAGE
SHEET NUMBER
A-4
PROPOSED SITE LOCATION LOOKING NORTHWEST 24 11" " SCALE: NTS 07 1
" SCALE: NTS
AVAILABLE FROM EXCEL SIGN AND DECAL: ERICSSON-MICRORADIO2205 GALTRONICS G02410 621 PSEUDO OMNI CANISTER ANTENNA
MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS
http://www.weneedsigns.com/home.php?cal+l 135 AND CLICK ON AT&T DIMENSIONS CMD.HI: 7.8-4.84'x7.87'.INCLUDING MOUNTING
BRACKET AND ESTHETIC FRONT COVER DIMENSIONS(H%D)' 24.9x10 INCHES
(S.x 255 mml
PH:510-651-0445 MOUNTING DWEIGH: WALL
POLE kg(8.821bs) — —
N01-DC-16 1"X6"NOTICE DECAL MOUNTING: WALL AND POLE MOUNT NO.WEIGH
CONNECEXCL TORS
MOUNTING BRACKETS: 10X4.-10D ����
"For 1 Foot Distance"VINYL DECAL WITH ADHEDSVE BACKING INTERFACE SPECIFICATIONS: NO.OF CONNECTORS 10%6.3-fO DIN FEMALE
ANTENNAPORTS: 2x4310(F) CONNECTOR TYPE 4 X 4.8-10 DIN FEMALE
7.87" 7.87" 41. 84" I, a
FREQUENCY BAND[MHz]: (1895-2380)MHz
A � CPRI: 2x2.515/10 GEps(EXCHANGEABLE SFP
MODULES) 4%4.3-10 DIN FEMALE
OPTICAL INDICATORS: 8 (3550-3700)MHz
FIELDEXTEI NAL GROUND:M: 2 (51-5950) FEMALE
FIELD GROUND: 1 (5150-5950)ELECTRICAL SPECIFICATIONS: MAX WIND SPEED: 1.mP1,
OR RA DOME MATERIAL: ASA
POWER SUPPLY: dB VCD OR 100-250 VAC r I POWER OUTPUT: 97 WATTS MAX SHIPPING DIMS(UMD): 30'XII"19"(762x483x403)mm
MAX HEAT DISSIPATION: 90 WATTS GROSS SHIPPING WEIGHT: 28lbs(12kg)NOTICE me o" O Q MINIMUM AC FUSE RATING 6AMPPE
RF energy emitted by this device may exceed the FCC's general 7 PARTNO GO24-621-11(GRAY)
ublic ex osure limits.Sta at least 1 foot awa from the device. FRONT BACK SIDE PART NO.G0241M6S21-B11(CHROM
P P y y PART NO.G02410Afi621-B11(CHROME) ERICSSON
Call 800-638-2822 for help if you need access within 1 foot
7.87° BOTTOM
330 COMMERCE,STE.200
IRVINE,CA 92602
Place 3 NOTICE sticker at the bottom of the front of TOP 10.0"
the radome of each antenna. FRONT
M SQUARtrj
WIRELESS
OMNI ANTENNA DISCLAIMER LABEL ;4x36:: SCALE: NTS 7 ERICSSON - RADIO 2205 24"x36" SCALE: NTS 4 GALTRONICS OMNI ANTENNA 24"x36" SCALE: NTS ,9BL CALLE AVANZADO
11"x 17" SCALE: NTS 11"x17" SCALE: NTS SAN CLEMENTE CA 92873(949)391�824
ELECTROMATE RAYCAP-RSCA P-1 ERICSSON-MICRO RADIO2203
CS53& 20.0
HINGED 3R ENCLOSURE MECHANICAL SPECIFICATIONS
ELECTRICAL MECHANICAL DIMENSIONS(WxMH): T87-94"x].8]°,INCLUDING MOUNTING
DIMENSIONS: CONNECTION TERMINAL: COMPRESS ION LUG#8-#14 AWG(13-2MM2) BRACKET AND ESTHETIC FRONT COVER
SURGEPROTECTION DEVICE(SPD)TYPE TOULSTRIKESORBWA TERMINALBLOCK#10 6AWG(6-0.14MM2) VOLUME AND WEIGHT: 4 LITRES AND�4.5 kg I9. ft)
A 12" NUMBER OF CIRCUITS PROTECTED:4 ENVIRONMENTAL INGRESS MOUNTING: WALL AND POLE MOUNT
SURGE PROTECTIVE DEVICE ISPDI TYPE PER UL 14494TH EDITION: PROTECTION(IP)WING: NEMA4X
B 12" TYPE 2 COMPONENT ASSEMBLY OPERATION TEMPERATURE: (°C)J CTO aWC DRAWN BY: EG
SURGE PROTECTION DEVICE(SPD)CLASS TO IEC SS43-11:CLASS II INTERFACE SPECIFICATIONS:
STORAGE TEMPERATURE: (°C)-]0°CTO a80°C
Q 6 NOMINAL OPERATING VOLTAGE[[INI:120V ENCLOSURETYPE _ 787" 787" 394" ANTENNA PORTS: 2x4.3-10(F)
NOMINAL DISCHARGE CURRENT[IN) UL 14494TH EDITION:20 KA 820 MS —RATED CPRI. 2x2.5/5110 Gbp(EXCHANGEABLE SFP
MAXIMUM DISCHARGE CURRENT[IMAXI PER IEC 61643-1160 KA 8=MS ENCLOUOERDIMENSION:ONATE.(L9W H8.%''X5A8"X10.08' MODULES) CHECKED BY: MM
MA
CONTINUOUS OPENATING VOLTAGE[UCI IMCOV)150V [217.128"256 MM] OPTICAL INDICATORS: 6
VOLTAGE PROTECTION LEVEL[UPI PER IEC 81843-11:]00V WEIGHT: 2.25 LBS[1.02KGI
VOLTAGE PROTECTION RATING NPR):20 KA 8120 EXTERNAL ALARM: 2
SUPPRESS ION TECHNOLOGY:MOV
FIELD GROUND: 1
PROTECTION MODES(DUAL MODE):LINE TO NEUTRAL,NEUTRAL TO GROUND
ELECTRICAL SPECIFICATIONS:
e,eas,,.m,z,ie�cez,,.zmz i�euz.,.mm lrteuz.s. POWER SUPPLY: 48 VCD OR-VAC
r
3 POWER OUTPUT: 97 WATTS MAX
1 D.28" ewasox . O DISSIPATIONM HEAT P MINIMUM AC FUSE RATING' 6AM
8.59"
FRONT BACK SIDE
Q
7,87" B 09/21/2018 100%CONSTRUCTION
_ A 09/17/2018 90%CONSTRUCTION
oco
REV DATE DESCRIPTION
a �
�° � o
® NPT 1"GLAND CAN BE REPLACED BY TOP
E C CONDUIT FITTING pF E55r
FRONT SIDE BOTTOM M40 GLANDS CAN BE REPLACED BY 1 �Q�
6.25" 1/4"NPT CONDUIT FITTINGS
r�
SCE UN-METERED FUSED PANEL ;4;;x36., SCALE: NTs 8 RAYCAP DISCONNECT 24„x;�;; SCALE: NTS 5 ERICSSON - RADIO 2203 11 x36" SCALE: NTS 54 7
11 11"x17" SCALE: NTS 2
COVER FEATURES:
SQUARE—D COMMSCOPE SCG7�23E9fi6
HINGED 3R ENCLOSURE •STANDARD LOAD RATING:20,800 LBS.WHEEL LOAD MECHANICALSPECIFICATIONS 1
# D221NRB ON 10"x20"PLATE DIMENSIONS 41 SN012- C10-
DIMENSIONS: •2 BOLT DOWN LOCATIONS — 9��OF CAL�F�
•STAINLESS STEEL BOX INSERTS WEIGHT: 58 LBS.(26KG)
A 7.75" •POLYMER CONCRETE CONSTRUCTION MOUNTING: MOUNTS TO TOP OF POLE
B 9.63" •NON-SKID SURFACE STANDARD LIFT PINS(2 PL)
C 3.75" •20K TO BE EMBOSSED ON COVER NNY �' O IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
_ ARE ACTING UNDER THE DIRECTION OF A LICENSED
•APPROXIMATE WEIGHT=120 LBS.
PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
BOLT DOWNS(2 PL) -_ _____= TOP
COVER FEATURES: = 2"x8"IN
• POLYMER CONCRETE CONSTRUCTION RECESS(1 PL) SITE ID:CSTAM 03A
• LIGHTWEIGHT NON-SKID 201 [CSI 30TH STREET
• STACKABLE FOOT (STANDARD) (SLC0796)
• APPROX.WEIGHT 188 LBS. z;Z NEWPORT BEACH,CA,92663
a
O '
SHEET TITLE
3/8"x3"HEX BOLT r _
(2 PL EA END) � `�. DETAILS
B C 4
012"
MOUNTING
- 2203
M
Y MOUNTING-BOTH SIDES SHEET NUMBER
FRONT BOTTOM RAYCAP POSITION AC
(OR APPROVED EQUAL) ]�•d' �1' LOADCENTER OVP(OPTIONAL) D 1
AT&T MOBILITY FUSED DISCONNECT 11„x36.. SCALE: NTS 9 HANDHOLE 24"x36" SCALE: NTS 6 EQUIPMENT SHROUD 11"07" SCALE: NTS 3
11"x17" SCALE: NTS 11"x17" SCALE: NTS
(4) 1"0 X 36" ANCHOR RODS
NOI`E✓S. WITH 90' HOOK & 4" PROJ. POLE PER PLAN
NOTE: (MIN. 55 KSI)
NEW CONDWTS AND UNDERGROUND FACU TIES IN THE ROADWAY SHALL BE INSTALLED ADJACENT I. ANY SIDEWALK REMOVALS MUST BE REPLACED IN FULL PANELS, IN ADD1770N, HANDHOLE
OR CLOSEST AS POSSIBLE TO THE EXISTNG EDGE Of GUMR OR CURB. IF THE PROPOSED ANY EXIS7ING CITY IMPROVEMENTS/fALYLIPES DAMAGED DURING THE
COIDtAfT TRENCH IS IN A TRAFFIC LANE ADJACENT TO THE EXISTWG EDGE OF GUTTER OF CURB CONSTRUCTION SHALL BE REPLACEDAEPAIRED AT IHE APPLICANTS EXPENSE. CONCRETE APRON PVC CONDUIT STUBBED UP aftt
ADJACENT TO HAND HOLE,
COLD PLANING AND R NCH TO R£STJRFACTNO WILL 8£REQUIRED R U & NEAREST LANE LINE 2 SIDEWALK SHALL BE RESTORED Hf THIN ONE WEEK OF INS TALLA TILN OF FINISHED GRADE NUMBER AND SIZE AS REQUIRED
OF THE PROPOSED TRENCH TO THE EA7511NO EGCE OF GUTTER LW CkIR9 +F THE IRENCri' WORK
IS IN A TRAFFIC LANE BEIIIIEEN TRAFFIC LANES, THE CONTRACTOR WILL BE REQUIRED TO COLD FACILIAE.S NO GAP - SEAL WITH
PLANE AND RESURFACE THE ENTIRE TRAFFIC LANE. THE TRENCH DPENIC SHALL BE A NON-SHRINK LEVELING GROUT
WAIMWf OF 2'FROM THE ENTIRE TRAFFIC LANE. IN ADD 170N, IF THE TRENCH WORK EXTENDS
INTO ANY PORTION OF AN ADJACENT TRAFFIC LANE OR IS DAMAGED AS A RESULT OF THE
CONTRACTORS WORK OR 15 LESS THAN 5'FRAV AN EXISTING UTILITY TRENCH, THE CONTRACTOR x -
MLL BE REQUIRED TO COED PLANE AND RESURFACE THE EN77RE TRAFFIC LANE. o
N -
COLD PLANE EXISTING PAVEMENT(2-AFIN- DEPTH) N
AND RESURFACE.IOrN FLUSH WTH EX STREET M E RI CSSON
PAOWNT FOR ENTIRE LANE AND RESTRIPECIRCUIT
TRAFFIC LANESINARKINCS OF ENTIRE LANE 330 COMMERCE,STE.200
1N NHICH 1RENC1I OCCURS AND ANY w CONDUIT CONDUCTORS
NEXT O POLE, T P.,
OTHER LANE DAMAGED AND TRAFFIC LOOP(S) 2 IRVINE,CA 92602
SEE NOTE 4
DURING CONSTRUCTION � REPLACE SIDEWALK
FULL LANE N4ilTN
PER S7D-I80-C
#3 HORIZ. TIES AT 12" O.C.
w
Of (PARKING LANE OR DRIVE) �� VARIABLE MIN 3,000 PSI TYPE
T U A WDTFT TRENCH QI II CONCRETE
TFAREI -G SECTION EX. CURB It GUTTER
M SQUAR C•j
MIN WIRELESS
_--
L. 2 - L - -- - ( ) SAN CLEMENTE CA 92673(949)391-684
EX. CURB& GUTTER /I- II U2 5 BARS VERT. 60 KSIOR CURB X PAVEMENT
PIPE BEDDING AND —
BAW41 PER STD.-106-L. N
OR AS DETERaL ED BY THE I •, ,• I (4) 1"0 X 36" ANCHOR RODS W/
-- IfLD ENCMER Ir 90- HOOK (MIN 55 KSI) DRAWN BY: EG
REPLACE WITH 1• #3 HORIZ. TIES @ 12" O.C.
MW. THICKER A.G THAN �r �� POLE BASE PLATE LOCATION CHECKED BY: MIA
z EX, A-C. SECTION
PIPE BEDDING AND (CCMIPACTION 959 AHN) o to) 12 - #5 BARS VERT. (60 KSI)
BACKFILL PER STD,-ID6-L. 1-112'MIN MIN 3,000 PSI TYPE II CONCRETE
OR AS DETERAIIINED BY THE
FIELD WNEER
VARIABLE
Elf. CITY OF NEIIPORT CONCRETE NOTES:
BEACH UTILITIES 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 B 09/21/2018 100%CONSTRUCTION
(El. SEW IWATER) OF THE CBC AND TO ALL REQUIREMENTS OF THE CURRENT EDITION OF ACI 318,
"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". A 09/17/2018 90%CONSTRUCTION
2
.5'MIN. 2. MIX DESIGN REQUIREMENTS: REV DATE DESCRIPTION
2.A. CEMENT SHALL BE TYPE II
2.8. COMPRESSIVE STRENGTH = 3,000 PSI
NOTE: STREETS ALLEYS RECENTLY LAST 5 !EARS SLURRIED ESURFA= UILT SHALL 2.C. MAXIMUM WATER/CEMENT RATIO (W/CM) SHALL SI 0.50
( ) IR IB 3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE
REQUIRE EXTENSIVE PAVEMENT RESTORA710N TO BE DETERMINED BY THE FIELD ENGINEER BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. OFE$SfO
REWTSED 6/2D92 4. FOR FIBER CONDUIT, STUB OUT FROM FOUNDATION AWAY FROM STREET SIDE FOR
FUTURE FIBER HANDHOLE INSTALLATION. d Wx
5. ALL INTERNAL COMPONENTS, ANCHOR BOLTS, REBAR, PLATES ARE TO BE EPDXY
CITY OF NEWPORT BEACH DRAWING STD-105-L-C CITY OF NEWPORT BEACH DRAWING STD-105-L-D COATED OR GALVANIZED
ROADWAY TRENCH DETAIL x36" SCALE: NTS 4 PARKWAY TRENCH DETAIL x36" SCALE: NTS 3 x36" SCALE: NTS 11 ) 54
"x17" SCALE: N 11
TS "x17 NEW FOUNDATION 11" SCALE: NTS "x17" SCALE: NTS
5"
OF CA4�F�
C3M
s"
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
ARE ACTING UNDER THE DIRECTION OF A LICENSED
• AT&T TOWERS PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
. In case of Emergency Contact
E-mail:atttowers@att.com
Phone:(877)231-5447
Stay Back Please Reference Site ID SITE ID:201 [CS]30TH SnTREET
Radio-frequency energy site ID cRAN_RLos_csAN_oo3 (SLC0796)
may exceed exposure limits. FCC ID 0
If questions,contact facility owner. NEWPORT BEACH,CA,92663
0 0
OWNER / OPERATOR NOTE:
ANTENNA SIGNAGE: SITE ID LABEL TO BE AFFIXED AT OR NEAR THE POINT OF SHEET TITLE
ON WOOD POLES - SIGN ON ALUMINUM WITH SS SCREW TO THE POLE POWER CONNECTION WITH TZeS241 LABELING TAPE OR
ON METAL POLES - ADHESIVE VINYL OR PLACARD STRAPPED WITH SS TIES EQUIVALENT BLACK ON WHITE LABELING TAPE OF AT LEAST DETAILS
ON CONCRETE / COMPOSITE - PLACARD STRAPPED WITH SS TIES 18mm WIDTH WITH EXTRA-STRENGTH ADHESIVE. USE ANY
SIGN PLACEMENT: COMPATIBLE P-TOUCH LABEL MAKER. TEXT SHOULD BE
AFFIX TO THE STRUCTURE 3-4' BELOW THE COMMERCIAL RE ANTENNA(S) PRINTED IN ALL CAPS WITH A MINIMUM HEIGHT OF 1/2".
SIZE APPROX. 8" x 5"
SHEET NUMBER
ANTENNA SIGNAGE EMERGENCY CONTACT SIGN D-2
NOT USED 24"x36" SCALE NTS 5 POLE MOUNTED SIGNS 24"x36" SCALE: NTS
11%17" SCALE: NTS 11"x17" SCALE: NTS L
FOR REFERENCE ONLY
at&t
REV. DATE DESCRIPTION DRN. APPR.
ANTENNA 12' DIA. X 66' LC. A C3/2019 WAS WITH NO COATING T.L. -
(BY OTHERS) -
"F'LEVEL CDNFlG CODES "P"LEVEL CONFIG CODES
OPTION CLASS ENTRY INFO. OPTION CLASS ENTRY INFO.
6' OC-. POLE TOP
(ACROSS FLATS) WITH COATING I MIX 91 ERIC55flN
1-7/8" 5/8" I.D. 6'-0' f 1' HH COVER 45209 FINISH 3 330 COMMERCE,STE.200
RACEWAY P) IRVINE,CA 92602
QODR SCRS STQ BASEPLATE fi2470E
MISC. MOD MODFE NOTE #8 COLLAR 65832E OCT
4— t 1' (IYP.} 5-7/8' OCTAGONAL D.D.
POLE TOP CON. MO093
24" 1" (TYP.) (ACROSS FLATS)
TOP) CAST
COLL46R CAST-IN MOD27
STRUCT MOD(STANDARD MpD93 POLE TOP) MODDCI NOTE #9 M SQUAR 'J
ANCHORS 0 90' APART ON h
02-3/8' O.D. GALY STEEL (4) 1/2"-13UNC K 1-3/+• El
PIPE 0 270' LG. COUPLINGS WITH 12' LG. CENTRECDN BASE PLATE OCTAGONAL POLES W I R E L E S S
3-11/16- DIA. BOLT CIRCLE PALE 1567 CALLE AVANZADO
POLE HEIGHT DVERALL BOLT BABE ULTIMATE POLE SAN CLEMENTECA92673(949)391-6824
(te'} I DESIG- POLE G.L. MOMENT WEIGHT
NATION ABOVE LENGTH CIRCLE O.D. ({}•-Ibs.) (Ibs.)
(40D27): GRADE
1-1/2-TAPERED TO 1-1/4- CBCX09 29'-3' 29'-6" 112-1/2" 9-7/16"1 34,8DO 1250
WIRE EXIT 0 271Y
( )POLES REQUIRED,EACH WITH:
(1)8'GALVANIZED STEEL CLAMP ON ARM ASSEMBLY(PIN:T.B.D.) DRAWN BY: EG
(4)OPTIONAL 1'x 36"x 4"GR.55ANCHOR BOLTS(PIN:4302SE)
NOTES, CHECKED BY: MM
` 1. MIX(8131):LA BLACK&WHITE,EXPOSED AGGREGATE FINISH WITH AMERSHIELD
197 A NTI-GRAFFITI COATING.
2. ASTM C-150 TYPE III GRAY CEMENT.
G L gQQ 3. Pc @ 28 DAYS=7,000 PSI,USING SPUN CYLINDER TEST.
POLE WIRE EXR TOP DETAIL 4. Pc @ 28 DAYS=5,000 PSI,USING ASTM C-31 CYLINDER TEST.
LENGTH 5. POLES MANUFACTURED TO ASTM C-1089-13 SPECIFICATIONS.
29'-6' q 6. PROTECTIVE COAT EXPOSED P.C.WIRES AT POLE ENDS.
POLE HNNDHDLE do 7. PRESTRESSED WITH(8)9 MM DIA A-421 PRESTRESSING TENDONS.
HEIGHT AMERpN I.D. TAG 8. MODFE:POLE BOTTOM PREPARATION FOR FREEZING OR CORROSIVE COASTAL
ABOVE POLE ORIENTATION ENVIRONMENTS;SEE DOCUMENTATION. B 09/21/2018 100%CONSTRUCTION
GRADE 9. MODDC I:CORROSION INHIBITOR ADMIXTURE MODIFICATION. A osnnzola s0%CONSTRUCTION
1/2" CCLEAR
COVER (IYP.) i CLTHE POLE DEPICTED ON THIS DRAWING IS DESIGNED TO WITHSTAND THE LOADS kREV DATE DESCRIPTION
IMPARTED BY(1)TOP MOUNTED ANTENNA{NOT TO EXCEED 8.1 SID FT EPA,115
(8) 9mrn PRESTRESSING LBS;&(1)SINGLE CLAMP ON ARM(NOT TO EXCEED fi'LENGTH,2.5 SO.FT.EPA,
STEEL WRES 35 POUNDS)WITH THE ARM HOLDING A DOWNWARD FACING AREA OR PENDANT OFESSJfl
ASTM A421 LUMINAIRE(NOTTO EXCEED 2.5 SO.FT.EPA,50 POUNDS);THE POLE DEPICTED OpFL Wy y
SPUNGAST, IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY THE LMA,LUMINAIRE& kr ] �R'e<
PRESTRESSED 1-3/4' WALL ANTENNA AS DESIGNED PER THE ASCE 7.10 USI NG A 110 MPH WIND ZONE `ztr�O�P O�2
CONCRETE POLE HAND HOLE #12 CA. SPIRAL (3-SECOND GUSTS),RISK CATEGORY 2,NON-BUILDING STRUCTURE,EXPOSURE
FRAME STEEL WIRE AT 3" PRCH C,SITE CLASS D,WITH SURFACE ROUGHNESS CATEGORY C,WITH NO HILL NOR W �a 7 �
#a GA. x 6' ASTM A1064 ESCARPMENT CONSIDERED.SEISMIC IS PER ASCE 7-10,CALIFORNIA BUILDING
AMERON I.D. TAG 0 0' BARE COPPER CODE USING A MAXIMUM 55=1.549&51 =0.578•PLEASE CONTACT&ADVISE
GROUNDWIRE #11 CA. LONGITUDINAL
PIRAL CAGE WIRE STEEL WIRE WELDED MANUFACTURER IF INTENDED LOADING EXCEEDS THESE VALUES.
2-1/4' x 8-5/8' HANDHOLE (AT SFRAME LOCATION) O SPIWL�WIRE t)'J� C10-
WITH CAST ALUMINUM FRAME & GROUND WIRE AREA5TM Al r OFL+N4`F�
do FLUSH COVER 0 0' TO BE CONNECTED do
COVER TO BE ATTACHED PRIOR SECURED PRIOR TO
TO SHIPMENT WITH STANDARD CASTING CONCRETE POLE SECTION
(STD) DOOR SCREWS
APPROVED BY DATE TISAACTI ACTING UNDER
THE
ION OF,LICENSED
THEY
D
T (2 - GR 4DE LINE ARE FESSI NAL ENGINEER,
THE DIRECTION HIS D C UMED
PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
:,.. (4) 1-1/4' Ok X 1-3/4- M SQUARED WIRELESS
3. '•`:' 12' 50. x 1' THK. BASE SLOTS EQUALLY SPACED 0 90'
*"SPECIAL GRADE ANCHORS" PLATE, ASTM A36, APART ON A 12' TO 13' DIA.
(4) 1' x 36' x 4' GALY. ANCHOR GALVANIZED STEEL BOLT CIRCLE HUNTINGTON BEACH, CA SITE ID:CSTAM 03A
BOLTS WITH HEX NUTS AND
WASHERS ASTM F1554 CR.55 CBOX09 POLE WITH B' ARM ASSEMBLY 201 [C(S CO 96TREET
(P/N: 42026E OR EQUIVALENT BY � ( )
OTHERS). FOUNDATION D:sIGN IS 6' t 1/2' 1.0. RACEWAY NEWPORT BEACH,CA,92663
BY OTHERS. SPECIFIC FOUNDATION THIS 9GCUI Nr CONTAINS INFORMATION WHICH IS PNOMIE7AW TO NATIONAL OLWELL WACO.IT SRALL NOT RE
DESIGNS MAY REQUIRE ALTERNATIVE REPRODUCED, USED OR 0I5CLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN PERMISSION OF NATIONAL OILWELL VARD0.
BOLT REQUIREMENTS BASE PLATE DETAIL DRAWN: A.F. DATE: 12/12/201 8
SHEET TITLE
������ �'1 SCALE: DWG. NO. REV
COMPLIANCETOANYCCCEAOTEXPLICITLYLISTERONTMSOFAWN4'GIS NOT GUAFiAIVTEER. m N.T.S. 1812-�72� A POLE DETAILS
PLEASE CONTACT N4 TICNAL OIL WELL VARCO IF YOU}lAVE SPECIFIC CCOE REOfIil�#EME,V TS.
SHEET NUMBER
S-1
NOTE: EXOTHERMIC WELD CONNECTIONS 0 NOTE:
ALL GROUND CONDUCTORS TO BE #6 UTILITY DESIGN AND RUNS ARE PRELIMINARY. PENDING
THHN/THWN GREEN STRANDED COPPER MECHANICAL TYPE CONNECTIONS 0 FINAL DESIGN FROM UTILITY PROVIDERS
UNLESS OTHERWISE NOTED OR REQUIRED
BY EQUIPMENT MANUFACTURER. GROUNDING BAR
�a (1) NEW 2205 RADIO & atat
AC NEW ANTENNA
• p"1 p"1
• SOURCE (1) FUTURE RADIO
• RRH-1 AND RRH-2 ARE SAME BAND, 2
EITHER B2 OR B66A (2) NEW 2203 RADIO
AWS/PCS/WCS 5GHz RRH-3: (LAA), 2T2R p"1
• USE OF DOUBLE MOUNTING BRACKETS MECHANICAL
a a a a a a CPRI CASCADING RRH-1/RRH-2 CONNECTION, TYP.
+ + I + I r (1) NEW 2205 RADIO & 0 0
D1 (1) FUTURE RADIO -
D1 (2) NEW 2203 RADIO -
NEW #18 Awc ERICSSON
THHN/THWN STRANDED 330 COMMERCE,STE.200
DOUBLE DOUBLE IRVINE,CA 92602
MOUNTING MOUNTING NEW 6 THHN THWN GREEN
BRACKET RRH-1 RRH-3 BRACKET # /
2203 B2 OR B66A 2205 B46 STRANDED GROUND FROM
OPR/QC oPR QC EQUIPMENT TO GROUND BUS
#FIBER
PSU
NEW GROUND D1 NEW RAYCAP DISCONNECT WITH M SQUARe•J
FIBER BUS BAR INTEGRATED SURGE PROTECTION WIRELESS
NEW DISCONNECT O O 1387 CALLE AVANZADO
WITH INTERGRATED PFSAN CLEMENTE CA 92873(949)391$824
SURGE PROTECTION
AC CABLE AC CABLE
s NEW AT&T
D 1 DISCONNECT
AC CABLE 9 NEW AT&T
9D-1 DISCONNECT DRAWN BY: EG
FIBER CHECKED BY: MM
B NEW SCE
D1 UN—METERED
FUSED PANEL
AC CUT-OFF SWITCH e NEW SCE
FIBER NEW #6 THHN/THWN D-1 UN—METERED
DEMARCATION GREEN COPPERINNDED FUSED PANEL
BOX/SPLICER Ac souRCE COATED MAIN GROUND
CONDUCTOR/RISER
B 10912112M 100%CONSTRUCTION
EXOTHERMIC WELD
NEW 1" SCH-80 PVC CONDUIT; A osnnzola 90%CONSTRUCTION DARK FIBERS CONNECTION TO NEW #12 AWG THHN/THWN STRANDED REV DATE DESCRIPTION
To/FROM HUB GROUND ROD
NEW 5/8"0 x 8'-0" -_
NEW 120V POWER SERVICE OFE55rfl
COPPER—CLAD STEEL
GROUND ROD I 44- J, WIpT
EXISTING POWER SUPPLY ♦ a y cc)
r�
24'�36" SCALE: NTS
PICO PLUMBING DIAGRAM "x17" SCALE: NTS 5 GROUNDING SCHEMATIC ;;x;6 SCALE NTS 3 SINGLE LINE DIAGRAM 2a"x36" SCALE: NTS 1 w 54 7
11"x17" SCALE: NTS
C10-
OF cp,
Y STRIKESORB 120V
PROTECTION
I IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY
DISCONNECT SWITCH ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
5
D-1
Q SITE ID:CSTAM 03A
T1 CONNECTION FOR POWER IN 201 [CS]30TH STREET
LI --- I (SLC0796)
1 JUMPER GROUND
NEWPORT BEACH,CA,92663
D O CONNECTIONS
DEAD-FRONT FOR LIVE
7 AMP CIRCUIT BREAKERS COMPONENTS SHEET TITLE
ELECTRICAL DETAILS
CHASSIS GROUND CONNECTION
SHEET NUMBER
NOT USED 11"x36" SCALE: NTS 6 NOT USED 11"x36" SCALE NTS 4 BREAKER SCHEDULE 11N17" SCALE: NTS 2
E-1
11"x17" SCALE: NTS 11"x17" SCALE: NTS 11"x17" SCALE: NTS